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Volumn 6, Issue 3, 1999, Pages 219-239

Effect of shear displacement rate on internal shear strength of a reinforced geosynthetic clay liner

Author keywords

Geosynthetic clay liner; Normal stress; Shear rate; Strength

Indexed keywords

CLAY LINER; DISPLACEMENT; GEOSYNTHETICS; SHEAR STRENGTH; SHEAR TEST;

EID: 0033503103     PISSN: 10726349     EISSN: None     Source Type: Journal    
DOI: 10.1680/gein.6.0151     Document Type: Article
Times cited : (43)

References (20)
  • 4
    • 0031444040 scopus 로고    scopus 로고
    • Evaluation of Needle Punched Geosynthetic Clay Liners Internal Friction
    • IFAI, Long Beach, California, USA, March 1997
    • Berard, J.F., 1997, "Evaluation of Needle Punched Geosynthetic Clay Liners Internal Friction", Proceedings of Geosynthetics '97, IFAI, Vol. 1, Long Beach, California, USA, March 1997, pp. 351-362.
    • (1997) Proceedings of Geosynthetics '97 , vol.1 , pp. 351-362
    • Berard, J.F.1
  • 6
  • 7
    • 0031412282 scopus 로고    scopus 로고
    • Shear Behavior of an Unreinforced Geosynthetic Clay Liner
    • Eid, H.T. and Stark, T.D., 1997, "Shear Behavior of an Unreinforced Geosynthetic Clay Liner", Geosynthetics International, Vol. 4, No. 6, pp. 645-659.
    • (1997) Geosynthetics International , vol.4 , Issue.6 , pp. 645-659
    • Eid, H.T.1    Stark, T.D.2
  • 11
    • 0342530891 scopus 로고
    • Residual Strength of Clays and Clay-Shales by Rotation Shear Tests
    • Ph.D. thesis reprinted Harvard University, Cambridge, Massachusetts, USA
    • La Gatta, D.P., 1970, "Residual Strength of Clays and Clay-Shales by Rotation Shear Tests," Ph.D. thesis reprinted as Harvard Soil Mechanics Series, No. 86, Harvard University, Cambridge, Massachusetts, USA, 204 p.
    • (1970) Harvard Soil Mechanics Series , vol.86
    • La Gatta, D.P.1
  • 13
    • 85038045930 scopus 로고    scopus 로고
    • Undrained Shear Strength of a Glacial Clay Overconsolidated by Desiccation
    • accepted for publication
    • Mesri, G. and Ali, S., 1998, "Undrained Shear Strength of a Glacial Clay Overconsolidated by Desiccation", accepted for publication in Geotechnique.
    • (1998) Geotechnique
    • Mesri, G.1    Ali, S.2
  • 14
    • 0022737342 scopus 로고
    • Residual Shear Strength of Clays and Shales
    • Mesri, G. and Cepeda-Diaz, A.F., 1986, "Residual Shear Strength of Clays and Shales", Geotechnique, Vol. 36, No. 2, pp. 269-274.
    • (1986) Geotechnique , vol.36 , Issue.2 , pp. 269-274
    • Mesri, G.1    Cepeda-Diaz, A.F.2
  • 15
    • 0029205381 scopus 로고
    • Material Interactions in Solid Waste Landfills
    • ASCE Geotechnical Special Publication No. 46, New Orleans, Louisiana, USA, February 1995
    • Mitchell, J.K., Bray, J.D. and Mitchell, R.A., 1995, "Material Interactions in Solid Waste Landfills", Proceedings of Geoenvironmental 2000, ASCE Geotechnical Special Publication No. 46, Vol. 1, No. 2, New Orleans, Louisiana, USA, February 1995, pp. 568-590.
    • (1995) Proceedings of Geoenvironmental 2000 , vol.1 , Issue.2 , pp. 568-590
    • Mitchell, J.K.1    Bray, J.D.2    Mitchell, R.A.3
  • 17
    • 0028669197 scopus 로고
    • Drained Residual Strength of Cohesive Soils
    • Stark, T.D. and Eid, H.T., 1994, "Drained Residual Strength of Cohesive Soils", Journal of Geotechnical Engineering, Vol. 120, No. 5, pp. 856-871.
    • (1994) Journal of Geotechnical Engineering , vol.120 , Issue.5 , pp. 856-871
    • Stark, T.D.1    Eid, H.T.2
  • 18
    • 0030435856 scopus 로고    scopus 로고
    • Shear Behavior of Reinforced Geosynthetic Clay Liners
    • Stark, T.D. and Eid, H.T., 1996, "Shear Behavior of Reinforced Geosynthetic Clay Liners", Geosynthetics International, Vol. 3, No. 6, pp. 771-786.
    • (1996) Geosynthetics International , vol.3 , Issue.6 , pp. 771-786
    • Stark, T.D.1    Eid, H.T.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.